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6383 Back Forty Lp
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Last modified
3/24/2025 3:43:43 PM
Creation date
2/19/2025 12:52:45 PM
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Building Plans
Street #
6383
Location
Back Forty Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
6622
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4" 6" <br />0 <br />ZD <br />TTITr <br />2 1/2' 1 1/2" <br />, kTr• Urm bill■ <br />1'-0" <br />O.H. <br />7/8 STUCCO <br />OVER FRAM <br />12" PAINTED RAISED <br />STUCCO BAND <br />DRIP "V" SCREED-- <br />5/8 STUCCO <br />OVER CMU---, <br />PAINTED METAL <br />GARAGE DOOR <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />fc1rVIIIIIMi�i <br />..��IIIII\►1111■11111■I��.._ <br />JI1.��■1■1■1■CJI■1■1�1■t■1�1■1■■._ <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />El <br />0 0 <br />kk <br />N kTrA <br />rlUtlll■�111■I�111■I�III■f Iii:�l�lll■I■111■l::�l�lilll■11111■I■111■I■111� <br />I�ii;!i111�1i111�1i111�1i111�1i1.:�tilll�tilll�Is,:�I�Iilll�lilll�lilll�lill <br />��, <br />SECOND FLOOR CEILING" <br />1MEMO@ <br />son _-7/8 <br />STUCCO <br />OOD <br />MEN-0111111 ■■■ <br />sonCASING <br />:OVER ,. <br />■■ ■■WEEPS <br />OVER <br />FLASHING <br />ELEV AT 10'-0" Alk <br />SECOND FLbbk FF \�F <br />uii��llJIi111■Ii111■lilll■1i111i�._ <br />FIRST FLOOR CEILING <br />�� ■■ <br />PAINTED RAISED <br />■■■■■■■ <br />- <br />NEI'6" <br />BAND <br />PAINTED RAISEDTRIM <br />0 �TRIMBAND <br />ELEV AT 0'-C <br />LE <br />FIRST FLOOR FF <br />FRONT ELEVATION A <br />3/ 16" = 1 '-0" <br />4' OFF <br />RIDGE VENT <br />SHINGLE R <br />12' <br />5 <br />2 � I <br />-w I <br />iv J I 7/8" STUCCO <br />F, L OVER FRAME <br />C.J.I SS CA <br />8'-0" 14'-0" 8'-0" <br />WEEP <br />SCREED-7— <br />EED CASING BEAD <br />SCW/ WEEPS <br />OVER <br />FLASHING <br />0 <br />iio � iio <br />�® 00 ifl 5/8" STUCCO <br />OVER CMU <br />lit — - — - — -- <br />REAR ELEVATION A <br />3/ 16" = 1 '-0" <br />12 <br />4 __00 <br />3 0 <br />fcYryiIIIIMl�i <br />c <br />0 <br />TRIM BAND J.,�� <br />11 WINDOW DETAIL <br />4' OFF <br />RIDGE VENT-, <br />SHINGLE ROOF <br />12 <br />5 <br />SAINTED RAISED <br />PRIM BAND <br />:ORED LINES <br />6" X 1 1/4" THICK <br />SMOOTH <br />STUCCO <br />BAND <br />A <br />I❑o <br />1� COLUMN DETAIL <br />718" STUCCO N I <br />OVER FRAMEJ �( I �( <br />C.J.I C.J. C.Jl C•J•I C.J.1 <br />6'-4" - - 10'-0" - - 10'-8" _ 10'-0" 6'-4" <br />DRIP "V" <br />SCREEC <br />WEEP 5/8" STUCCO <br />SCREED OVER C M U <br />5/8" SMOOTH <br />STUCCO <br />OVER CMU <br />V4. <br />2"- <br />4'-8" <br />RAISED <br />TRIM BAND <br />ELEV AT 1 <br />_ ELEV AT 10'-0" <br />_ SECOND FLOOR FF <br />ELEV AT 8'-8" <br />FIRST FLOOR CEILING <br />ELEV AT 0'-0" <br />- -- FIRST FLOOR FF <br />3 RIGHT ELEVATION A <br />3/16" = 1'-0" <br />RIDGE VENT-, <br />SHINGLE ROOF <br />6 <br />12 A5 <br />12 5 <br />5 <br />ELEV AT 18'-0" _ ELEV AT 18'-0" <br />SECOND FLOOR CEILING SECOND FLOOR CEILING <br />I I I I I <br />I I I I I <br />I 7/8" STUCCO I M <br />OVER FRAME I i�_ I I <br />12 C.J1 C.J.1 C.J.I C.J.I C.J.I <br />4 3���� 8,-8„ 8,_8�� 8,_8�� 81_81, 3'-4" ELEV AT 10'-0" _ _ _ _ _ _ 12 ELEV AT 10'-0" <br />_ SECOND FLOOR FF �+ �y �+ y 4 SECOND FLOOR FF <br />ELEV AT 8'-8" ELEV AT 8'-8" <br />FIRST FLOOR CEILING 5/8" STUCCO WEEP 2'-0" FIRST FLOOR CEILING <br />OVER CMU SCREED ' <br />LCASING BEAD io <br />W/ WEEPS <br />OVER <br />_ ELEV AT 0'-0" _ _ _ _ FLASHING _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'4" <br />FIRST FLOOR FF FIRST FLOOR FF <br />LEFT ELEVATION A <br />3/ 16" = 1 '-0" <br />co <br />co <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE <br />INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH <br />EDITION), SECTION R703.4. AND R903.2 APPROVED <br />CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT <br />ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, <br />INTERSECTIONS, AND PENETRATIONS AND IN THE <br />EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO <br />PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR <br />PENETRATION OF WATER TO THE BUILDING STRUCTURAL <br />FRAMING COMPONENTS. THE FLASHING SHALL EXTEND <br />TO THE SURFACE OF THE EXTERIOR WALL FINISH AND <br />SHALL BE INSTALLED TO PREVENT WATER FROM <br />REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED <br />CORROSION -RESISTANT FLASHING SHALL BE INSTALLED <br />AT ALL OF THE FOLLOWING LOCATIONS: <br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR <br />OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, <br />EXCEPT THAT SELF -FLASHING WINDOWS HAVING A <br />CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 <br />MM) OVER THE SHEATHING MATERIAL AROUND THE <br />PERIMETER OF THE OPENING, INCLUDING CORNERS, DO <br />NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING <br />MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED <br />BY THE BUILDING OFFICIAL. <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER <br />MASONRY CONSTRUCTION WITH FRAME OR STUCCO <br />WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER <br />STUCCO COPINGS. <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR <br />METAL COPINGS AND SILLS. <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD <br />TRIM. <br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS <br />ATTACH TO A WALL OR FLOOR ASSEMBLY OF <br />WOOD -FRAME CONSTRUCTION. <br />6. AT WALL AND ROOF INTERSECTIONS. <br />7. AT BUILT-IN GUTTERS. <br />8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR <br />DIRECTION. <br />9. AT ROOF CRICKET OR SADDLE. <br />10. AROUND ROOF OPENINGS. <br />GENERAL FLASHING NOTES: <br />INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH <br />EDITION (2020), SECTION R703.4 AND IN ACCORDANCE <br />WITH STANDARD APPLICATIONS ILLUSTRATED IN THE <br />ARCHITECTURAL SHEET METAL MANUAL (LATEST <br />EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR <br />CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, <br />INC. <br />WINDOW NOTE: <br />ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF <br />0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING <br />THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) <br />EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS <br />TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST <br />HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH <br />FLOOR LINE OF THAT PARTICULAR ROOM <br />SHINGLE / UNDERLAYMENT NOTE: <br />ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE <br />R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION <br />905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />GENERAL FINISH NOTES: <br />APPLICATION OF STUCCO (EXTERIOR PLASTER) <br />MUST BE IN ACCORDANCE WITH FBC R703.7, <br />ASTM C926 AND C1063 <br />ALL LATH AND LATH ATTACHMENTS TO BE OUT OF <br />CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 <br />FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) <br />JUN 2 7 2o23 <br />Virtual Review Assist, Inc�,X <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />0 <br />N <br />N <br />2 <br />• <br />• <br />015805 J <br />aoo <br />LID <br />it �y a <br />�, -SwP'i.)�gX <br />I'� <br />z <br />W <br />O <br />0 <br />w <br />tr <br />o <br />z <br />Q <br />N <br />O LO E <br />OV <br />N <br />0 M ai <br />�■� co <br />h MrMi <br />Oa0 U M <br />D ` <br />O u <br />} U <br />TZ1 •� 5 S Q <br />vI s U <br />.N <br />C)- <br />V w SZN c <br />p E <br />W <br />L c .m <br />CL <br />LLJ <br />oLLj Uj w0E- <br />i-< � __1 W zit <br />/W^ <br />Q <br />Q <br />V <br />? a X J Z x LL 0 Z M 0 0 <br />O Q <br />(- <br />O <br />F- <br />Z <br />010ix ZO�00mZ:3 <br />w w � <br />w ►- LL <br />��< W V5-wzOwvaa <br />� 0 <br />O <br />I.L <br />Ow VF- gYZ�a <br />o oQ <br />a <br />ow <br />0 � Q LL <br />f1 <br />O <br />Z N <br />O� <br />5 ti <br />O <br />H cM <br />Q 01 L0 <br />� (n LL <br />ti <br />l` W a M <br />W T_ <br />Z U <br />W <br />W <br />JQ <br />O <br />N <br />ill <br />UD <br />N <br />N <br />N <br />N <br />N <br />N <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />N <br />O <br />Z <br />O <br />NLo <br />x <br />w <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />> <br />a- <br />N <br />M <br />d <br />6 <br />6 <br />M1 <br />z E— <br />W <br />Qz <br />w <br />W <br />z <br />ON)-{--+ <br />0 <br />V <br />WOO <br />UV� <br />O <br />o�� <br />Q <br />Z <br />a -(a <br />W <br />� <br />= <br />Q <br />N <br />m�2 <br />(V <br />�O� <br />W <br />O <br />a �Z) <br />ZIxO <br />O <br />Z <br />V <br />a Z" <br />. <br />L <br />Z <br />�� <br />OU <br />_p <br />W <br />z <br />z <br />z <br />z <br />w <br />W <br />J <br />n <br />N <br />N <br />LAST PLOT DATE <br />0 <br />• • <br />May 5, 2023 <br />Z <br />4-01 <br />O <br />I <br />EXTERIOR <br />ELEVATIONS A <br />
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